W912QR23R0034_PLANS_Vol1-0000.pdf
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- Attached to
- Alpena ANG Hangar and Maintenance Shops, MI
- Solicitation number
- W912QR23R0034
About this file
This document provides details on a federal contract solicitation for construction services. The solicitation seeks a design-build contractor to construct an aircraft hangar and maintenance shops for the Alpena Air National Guard in Alpena, Michigan. The estimated construction cost is between $10 million and $20 million, and the project is classified under NAICS code 236220 with a size standard of $45 million. This is a full and open competition requiring compliance with System for Award Management registration. Site visit information is available in clause 52.236-27 Alt I, and the point of contact for inquiries is the named Contract Specialist via email. The solicitation also requires a 10% price evaluation preference for qualified HUBZone small businesses in accordance with FAR 19.1307. The response deadline and award date are not specified.
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US Army Corps of Engineers ®
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US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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MARCH 2023
ALPENA CRTC, ALPENA, MICHIGAN
REPLACE AIRCRAFT MAINTENANCE HANGAR AND
SHOPS
PN. 504941
CERTIFIED FINAL DESIGN SUBMITTAL
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W912QR23R0034
VOLUME INDEX:
VOLUME 1: CIVIL, STRUCTURAL
VOLUME 2: ARCHITECTURAL, FIRE PROTECTION, PLUMBING,
MECHANICAL, ELECTRICAL, TELECOMMUNICATION
US Army Corps of Engineers ®
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STRUCTURAL SHEET INDEX
Sheet Number Sheet Name
S-001 GENERAL NOTES
S-002 GENERAL NOTES
S-003 LEGEND & ABBREVIATIONS
S-004 WIND ISOMETRIC
S-100 OVERALL FOUNDATION AND SLAB PLAN
S-101 ENLARGED FOUNDATION AND SLAB PLAN - AREA A
S-102 ENLARGED FOUNDATION AND SLAB PLAN - AREA B
S-103 ENLARGED FOUNDATION AND SLAB PLAN - AREA B (OPTION)
S-110 OVERALL ROOF FRAMING PLAN
S-111 ENLARGED ROOF FRAMING PLAN - AREA A
S-112 ENLARGED ROOF FRAMING PLAN - AREA B
S-113 ENLARGED ROOF FRAMING PLAN - AREA B (OPTION)
S-115 OVERALL MECHANICAL PLATFORM AND FALL PROTECTION PLAN
S-120 FRAMING ELEVATIONS PLAN
S-125 MASONRY WALL ELEVATIONS PLAN
S-200 FRAMING ELEVATION
S-201 FRAMING ELEVATION
S-202 FRAMING ELEVATION
S-205 MASONRY WALL ELEVATIONS
S-206 MASONRY WALL ELEVATIONS
S-207 MASONRY WALL ELEVATIONS
S-210 DRAFT CURTAIN ELEVATION AND DETAILS
S-400 MECHANICAL PLATFORM ENLARGED PLANS
S-401 BASE BID FALL PROTECTION PLAN
S-402 BID OPTION FALL PROTECTION PLAN
S-500 STANDARD CONCRETE DETAILS
S-501 STANDARD CONCRETE DETAILS
S-502 STANDARD CONCRETE DETAILS
S-503 STANDARD CONCRETE DETAILS
S-504 FOUNDATION DETAILS
S-505 FOUNDATION DETAILS
S-506 FOUNDATION DETAILS
S-507 WATER TANK FOUNDATION DETAILS
S-510 HANGAR DOOR TRACK DETAILS
S-511 HANGAR DOOR TRACK DETAILS
S-515 STANDARD MASONRY DETAILS
S-516 STANDARD MASONRY DETAILS
S-520 STANDARD STEEL DETAILS
S-521 FRAMING DETAILS
S-522 FRAMING DETAILS
S-523 FRAMING DETAILS
S-524 FRAMING DETAILS
S-525 FRAMING DETAILS
S-526 FRAMING DETAILS
S-527 BASE BID FALL PROTECTION DETAILS
S-528 BASE BID FALL PROTECTION DETAILS
S-529 MECHANICAL PLATFORM DETAILS
S-600 COLUMN REACTIONS AND POST-INSTALLED ANCHOR TABLE
GENERAL - VOLUME 1
Sheet Number Sheet Name
G-001 COVER - VOLUME 1
G-002 INDEX TO DRAWINGS - VOLUME 1
CIVIL SHEET INDEX
Sheet Number Sheet Name
F-002 CODE COMPLIANCE SITE PLAN
GC001 LOCATION PLAN AND VICINITY MAP
GC002 CIVIL LEGEND AND ABBREVIATIONS
GC003 GENERAL CIVIL NOTES 1 OF 2
GC004 GENERAL CIVIL NOTES 2 OF 2
GC005 GENERAL UTILITY NOTES
GC006 GENERAL ACCESS AND SAFETY NOTES
GC007 GENERAL CONSTRUCTION NOTES
GC008 ACCESS AND SAFETY PLAN
GC009 PHASING PLAN
GC501 GENERAL DETAILS - 1 OF 2
GC502 GENERAL DETAILS - 2 OF 2
V-100 OVERALL EXISTING CONDITIONS
B-100 GEOTECHNICAL PLAN
B-110 BORING LOGS - 1 OF 3
B-111 BORING LOGS - 2 OF 3
B-112 BORING LOGS - 3 OF 3
CD101 DEMOLITION PLAN 1 OF 2
CD102 DEMOLITION PLAN 2 OF 2
CS100 OVERALL SITE PLAN
CS101 SITE PLAN 1 OF 2
CS102 SITE PLAN 2 OF 2
CS111 BID OPTION UPGRADE APRON PAVEMENT TO RIGID CONCRETE - SITE
PLAN
CS112 BID OPTIONS SITE PLAN
CS150 ATFP PLAN
CP101 PAVEMENT JOINTING PLAN
CP102 PAVEMENT ELEVATION PLAN
CP111 BID OPTION JOINTING PLAN
CP112 BID OPTION ELEVATION PLAN
CS501 PAVEMENT DETAILS 1
CS502 PAVEMENT DETAILS 2
CS503 PAVEMENT DETAILS 3
CS504 SITE DETAILS 1
CS505 SITE DETAILS 2
CS510 GATE DETAILS
CG101 GRADING PLAN 1 OF 2
CG102 GRADING PLAN 2 OF 2
CG111 BID OPTION UPGRADE APRON PAVEMENT TO RIGID CONCRETE
GRADING PLAN
CG112 BID OPTIONS - GRADING PLAN
CG501 EROSION CONTROL DETAILS 1
CU101 UTILITY PLAN 1 OF 2
CU102 UTILITY PLAN 2 OF 2
CU103 FIBER OPTIC SITE PLAN
CU104 FIBER OPTIC SITE PLAN 2
CU105 UTILITY STRUCTURE TABLES
CU201 UTILITY PROFILES 1 OF 6
CU202 UTILITY PROFILES 2 OF 6
CU203 UTILITY PROFILES 3 OF 6
CU204 UTILITY PROFILES 4 OF 6
CU205 UTILITY PROFILES 5 OF 6
CU206 UTILITY PROFILES 6 OF 6
CU501 UTILITY DETAILS 1
CU502 UTILITY DETAILS 2
CU503 UTILITY DETAILS 3
CU504 UTILITY DETAILS 4
CU505 UTILITY DETAILS 5
CU506 OIL - WATER SEPARATOR DETAILS
CU507 CONTAINMENT TANK & DIVERSION VALVE DETAILS
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N
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A1 CODE COMPLIANCE SITE PLAN
SCALE: AS SHOWN
UFC 3-600-01
NOTES:
1-7.2.4.2 CODE COMPLIANCE SITE PLAN
WHERE APPLICABLE, THE FOLLOWING MINIMUM
FIRE PROTECTION PROVISIONS MUST BE
INCLUDED ON THE CODE COMPLIANCE SITE
PLAN:
a. LINE OF ENCROACHMENT IDENTIFYING
ASSUMED PROPERTY LINES AND MINIMUM
SEPARATION DISTANCES FROM ADJACENT
BUILDINGS.
b. BUILDING PERIMETER USED FOR
FRONTAGE INCREASES.
c. FIRE DEPARTMENT ACCESS.
d. FIRE LANE WIDTH, MARKING AND
LOCATIONS, APPROACH ROADS AND TURN
RADIUS AND LOCATION.
e. TYPE AND QUANTITY OF ANTITERRORISM
SECURE ACCESS.
f. INTENDED FIRE DEPARTMENT MAIN
ENTRANCE TO FACILITY.
g. LOCATION OF FIRE DEPARTMENT
CONNECTIONS.
h. FIRE HYDRANTS, POST INDICATOR VALVE
OR VALVES AND THEIR CONNECTED WATER
DISTRIBUTION MAINS SERVING FACILITY.
i. FIRE PUMP ROOM.
j. WATER STORAGE TANKS.
k. HAZARDOUS MATERIAL SPILL
CONTAINMENT TANKS.
l. BACKFLOW PREVENTION ASSEMBLY OR
ASSEMBLIES SERVING WATER-BASED FIRE
PROTECTION SYSTEMS (IF LOCATED
OUTSIDE OF BUILDING).
4-16.8.3 FIRE HYDRANTS MUST BE INSTALLED
IN ACCORDANCE WITH NFPA 24, BUT SPACED
NOT MORE THAN 300 FEET (91m) APART.
PROVIDE A MINIMUM OF TWO HYDRANTS
LOCATED SO THAT PROTECTED EXPOSURES
CAN BE REACHED THROUGH HOSE RUNS NOT
EXCEEDING 300 FEET (91m).
9-3.5.8.4 HYDRANTS MUST ALSO BE SPACED
IN ACCORDANCE WITH THE FOLLOWING
REQUIREMENTS:
a. AT LEAST ONE HYDRANT MUST BE LOCATED WITHIN 150 FEET (45m) OF THE
FIRE DEPARTMENT CONNECTION.
9-3.5.9 PROTECTION
HYDRANTS LOCATED ADJACENT TO PARKING
AREAS, VEHICLE TRAFFIC AREAS, OR OTHER
AREAS SUBJECT TO MECHANICAL DAMAGE,
MUST BE PROTECTED BY BOLLARDS. THE
BOLLARDS MUST BE LOCATED SO THEY ARE
NOT DIRECTLY IN FRONT OF AN OUTLET. THE
BOLLARDS MUST ALLOW CLEARANCE TO
ATTACH HOSES, ALLOW FOR THE REMOVAL OF
THE HYDRANT CAPS, AND FOR THE HYDRANT
TO BE OPENED AND CLOSED WITHOUT
OBSTRUCTIONS, REFER TO UFC 3-260-01
WHERE BOLLARDS ARE REQUIRED FOR
HYDRANTS LOCATED ADJACENT TO AIRCRAFT
PARKING AND SERVICING APRONS.
BLDG 440
BLDG 28
BLDG 450
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EQUIPMENT BUILDING
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SCALE: NTS
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N
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SCALE: NTS
PROJECT LOCATION
HIGHWAY 32
TO ALPENA
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1 1312111098765432
A
B
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I
MONITORING WELL
SANITARY SEWER CLEANOUT
FIRE HYDRANT
SECTION INDICATORS
UTILITY DEMOLITION
CAP, PLUG, BLIND FLANGE
DROP INLET
STORM MANHOLE
SANITARY SEWER MANHOLE
SANITARY SEWER LINE
WATER LINE
GAS LINE
POST INDICATOR VALVE
WATER LINE VALVE
MONITORING WELL
ABC- AGGREGATE BASE COURSE
AC- ACRE
ADA- AMERICANS WITH DISABILITIES ACT
AFB AIR FORCE BASE
AOA AIR OPERATIONS AREA
ATCT AIR TRAFFIC CONTROL TOWER
ATFP- ANTI-TERRORISM/FORCE PROTECTION
B/C- BOTTOM OF CURB
BCE- BASE CIVIL ENGINEERING
BLDG BUILDING
B/L BUILDING LINE
BM- BENCHMARK
CB- CATCH BASIN
C-C- CENTER TO CENTER
CE CIVIL ENGINEER
CONC- CONCRETE
CPNODE- CATHODIC PROTECTION SYSTEM NODE
CGMP- CORRUGATED GALVANIZED METAL PIPE
CGMPA- CORRUGATED GALVANIZED METAL PIPE ARCH
CI- CURB INLET OR CAST IRON PIPE
CGI- CURB/GUTTER INLET
CO- CLEAN OUT
COR- CONTRACTING OFFICER'S REPRESENTATIVE
CL- CENTERLINE
CRTC COMBAT READINESS TRAINING CENTER
DEPT- DEPARTMENT
DI- DUCTILE IRON OR DROP INLET
DIA- DIAMETER
DS- DOWNSPOUT
ECP- ENTRY CONTROL POINT
ELEC- ELECTRICAL
EL/ELEV- ELEVATION
EOR ENGINEER OF RECORD
EPA ENVIRONMENTAL PROTECTION AGENCY
FAA FEDERAL AVIATION ADMINISTRATION
FACU- FIRE ALARM CONTROL UNIT
FDC- FIRE DEPARTMENT CONNECTION
FES- FLARED END SECTION
FEV- FUEL-EFFICIENT VEHICLE
FF- FINISH FLOOR
FH- FIRE HYDRANT
FL- FLOW LINE
FO FIBER OPTIC
FT- FOOT
FW- FIREWATER
GCA GRADED CRUSHED AGGREGATE
GI- GRATED INLET
GOV GOVERNMENT OWNED VEHICLES
HDPE- HIGH DENSITY POLYETHYLENE
HQ- HEADQUARTERS
HW- HEADWALL
LEV- LOW-EMITTING VEHICLE
MAX- MAXIMUM
MH- MANHOLE
MIN- MINIMUM
MUTCD- MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES
MW- MONITORING WELL
N NORTH
NO- NUMBER
NPW- NON-POTABLE WATER
OC- ON CENTER
OD- OUTSIDE DIAMETER
OSHA- OCCUPATIONAL SAFETY &
HEALTH ADMINISTRATION
OWS OIL WATER SEPARATOR
PCC- PORTLAND CEMENT CONCRETE
PE- POLYETHYLENE
PI- POINT OF INTERSECTION
PIV POST INDICATOR VALVE
POV- PRIVATELY OWNED VEHICLE
PVC- POLYVINYL CHLORIDE
PWU- PUBLIC WORKS & UTILITIES
RCB- REINFORCED CONCRETE BOX
RCP- REINFORCED CONCRETE PIPE
RFDC- REMOTE FIRE DEPARTMENT CONNECTION
RFI REQUEST FOR INFORMATION
R/W RUNWAY
SPEC SPECIFICATION
SS- SANITARY SEWER
SDI- STORM DRAIN INLET
SDMH- STORM DRAIN MANHOLE
ST, SD- STORM SEWER, STORM DRAIN, STREET
SWPPP- STORM WATER POLLUTION PREVENTION PLAN
T/C- TOP OF CURB
TELE- TELEPHONE
TYP- TYPICAL
UON UNLESS OTHERWISE NOTED
USAF- UNITED STATES AIR FORCE
WM- WATER METER
WV- WATER VALVE
WWF- WELDED WIRE FABRIC
LETTER DESIGNATION
OF SECTION/DETAIL
DWG. NO. WHERE
SECTION IS DETAILED
DESCRIPTION ABBREVIATIONS DESCRIPTION
XX
XXX
NEW DESCRIPTION
PROPOSED LEGEND
NEW DESCRIPTION
ABBREVIATIONS
XX
XXX
WATER VALVE BOX
WATER METER
AIRFIELD
GAS METER
FIRE HYDRANT
MONITOR WELL
IRRIGATION CONTROL VALVE
GAS VAULT
WATER VAULT
GAS VALVE
FUEL VAULT MANHOLE
FUEL VENT
TRANSFORMER
POWER POLE
TELEPHONE PEDESTAL
LIGHT POLE
SANITARY SEWER MANHOLE
CABLE TV PEDESTAL
GUY ANCHOR
ROOF DRAIN
JUNCTION BOX
AIR CONDITIONER
ROAD SIGN
STORM WATER SEWER MANHOLE
FIBER OPTIC MARKER
BOLLARD
HIGH LINE POWER POLE
ELECTRIC METER
ELECTRIC PANEL
POST INDICATOR VALVE
ELECTRIC BOX
HANDICAP PARKING SPACE
FIBER OPTIC VAULT
FIBER OPTIC MAN HOLE
STORM WATER CATCH BASIN
CLEAN OUT
MANHOLE (UTILITY UNKNOWN)
TRAFFIC MANHOLE
GUY POLE
COMMUNICATION MANHOLE
ELECTRIC VAULT MANHOLE
ELECTRIC GENERATOR
ELECTRIC VAULT
ELECTRIC OUTLET
ELECTRIC STUB
CROSSWALK TRAFFIC SIGNAL POLE
GROUNDING WIRE/ROD
EXISTING DESCRIPTION
SURVEY LEGEND
CHILLED WATER UTILITY
MARKING DISK
CONDITIONED AIR UTILITY
MARKING DISK
EXISTING
SDMH##
4" G
LOW-PROFILE BARRICADE
SILT FENCE
MW
SANITARY SEWER
STORM WATER SEWER
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
FUEL MAIN PIPE
GAS LINE
WATER MAIN
FENCE
UNKNOWN UNDERGROUND UTILITY
LOCATED WITH GROUND
PENETRATING RADAR
CABLE TELEVISION
UNDERGROUND FIBER OPTIC
TEMPORARY CONSTRUCTION FENCEXX
STABILIZED CONSTRUCTION ENTRANCE
DI
48" SD1 STORM DRAIN LINE
W6" FW FIRE WATER LINE
E E
COMM COMMUNICATION
ELECTRICAL
PROJECT LOCATION
(APPROXIMATE LOCATION. VERIFY FINAL
LIMITS WITH CONTRACTING OFFICER.)
STAGING AREA
HAUL ROUTE
10 FEET DEEP BORING
ASPHALT DEMOLITION
CONCRETE DEMOLITION
GRAVEL DEMOLITION
BUILDING DEMOLITION
LIMITS OF DISTURBANCE
GROUNDING POINTS IN HANGAR
DOWELED CONSTRUCTION JOINT
THICKENED EDGE ISOLATION JOINT
AT STRUCTURE
DUMMY CONTRACTION JOINT
NEW PCC TO NEW AC JOINT
REINFORCED SLAB
NEW PCC TO AC SHOULDER JOINT
THICKENED EDGE ISOLATION JOINT
B1
E
D
A1
F
B
ROCK LANDSCAPING
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SURFACE SLOPE
STORM INLET PROTECTION
FINISH FLOOR ELEVATIONFF=66.00
RIP RAP
ROCK CHECK DAM
18" SD RCP RCP WITH FLARED END SECTION
FENCE DEMOLITION
FULL DEPTH SAW CUT
MISCELLANEOUS STRUCTURE
DEMOLITION
25 FEET DEEP BORING
687.00 EXISTING SPOT ELEVATION
EXISTING CONTOUR SIDEWALK
ROCK LANDSCAPING
PARKING LOT ASPHALT
GRASS PAVER
COLORED MARKING ROD
BOLLARD
AIRFIELD APRON CONCRETE
SITE VEHICULAR CONCRETE
AIRFIELD ASPHALT SHOULDER
SITE VEHICULAR ASPHALT
8" SS1
ss
CO
DV
8" W1
SANITARY SEWER DIVERTER
VALVE
PIV
UE1
C1
2" NG1 NATURAL GAS LINE
ELECTRICAL DUCTBANKS
COMMUNICATIONS DUCTBANKS
EXISTING CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
1.0%
687.00
687.00
SF
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GENERAL NOTES:
1. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET UNLESS INDICATED.
2. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.
3. CALLOUTS, COORDINATES, ELEVATIONS, AND DIMENSIONS ARE POINTED TO OR
MEASURED TO STRUCTURE CENTER, COLUMN CENTERLINE, EDGE OF PAVEMENT, BACK
OF CURB, OR OUTSIDE FACE OF FOUNDATION WALL, UNLESS INDICATED OTHERWISE.
4. COORDINATES SHOWN LOCATING SITE FEATURES ARE EXPRESSED IN MODIFIED
GROUND COORDINATES. SEE SHEET V-100 FOR HORIZONTAL AND VERTICAL CONTROL
INFORMATION.
5. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF LOCAL
AND GOVERNMENT REGULATORY AGENCIES AND THE COR.
6. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS AND LOCAL AND GOVERNMENT CODES, ORDINANCES, AND
REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY BETWEEN
REQUIREMENTS, CONTRACTOR SHALL INCORPORATE WHICHEVER IS MOST STRINGENT.
WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS MOST STRINGENT,
CONTRACTOR SHALL SUBMIT ISSUE TO THE COR IN WRITING VIA RFI. THE DECISION OF
THE COR SHALL BE CONSIDERED FINAL.
7. ALL WORK SHALL BE CONDUCTED IN A PROFESSIONAL WORKMANSHIP MANNER USING
QUALITY MATERIALS.
8. IN ACCORDANCE WITH FAR 52.236-27, 52.236-2, AND 52.236-3, PRIOR TO BID, THE
CONTRACTOR IS URGED AND EXPECTED TO PERFORM A THOROUGH INVESTIGATION OF
THE SITE DURING THE SCHEDULED PRE-BID SITE VISIT. THE GOVERNMENT ASSUMES NO
RESPONSIBILITY FOR ANY CONCLUSIONS OR INTERPRETATIONS MADE BY THE
CONTRACTOR BASED ON SURFACE OR SUBSURFACE APPEARANCES. DESTRUCTIVE AND
NON-DESTRUCTIVE INVESTIGATIONS METHODS DURING THE SCHEDULED PRE-BID SITE
VISITS ARE AUTHORIZED UNLESS EXPLICITLY REJECTED, IN WRITING, BY THE
CONTRACTING OFFICER. THE CONTRACTOR MUST PROMPTLY NOTIFY THE
CONTRACTING OFFICER OF ANY OBSERVATIONS OF DIFFERING SITE CONDITIONS AT
ANY TIME PRIOR TO AND DURING THE CONTRACT.
EXISTING CONDITION NOTES:
1. LOCATION OF THE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES AND
STRUCTURES INDICATED ARE APPROXIMATE ONLY AND THOSE INDICATED ARE NOT
NECESSARILY ALL WHICH MAY EXIST ON THE PROJECT SITE WHETHER THEY ARE
INDICATED OR NOT. CONTRACTOR SHALL ALSO CONTACT THE ONE CALL CENTER FOR
LOCATION OF ANY/ALL ELECTRICAL FACILITIES. CONTRACTOR SHALL ASSUME
RESPONSIBILITY FOR ANY DAMAGE TO THE UTILITY LINES. WHETHER SHOWN ON
CONSTRUCTION PLANS OR NOT. THE LOCATIONS OF STRUCTURES AND UNDERGROUND
UTILITIES AS INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS AND FIELD
SURVEYS IN ACCORDANCE WITH THE SPECIFICATIONS.
2. CONTRACTOR IS REQUIRED TO FILL OUT AND RETURN TO THE COR (BCE BUILDING 2), AF
FORM 103 DIGGING PERMIT A MINIMUM OF 10 WORKING DAYS PRIOR TO THE START OF
ANY EXCAVATING WORK. THE GOVERNMENT WILL ONLY LOCATE UTILITIES ONE TIME.
ONCE THE AREA IS FLAGGED IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN
THE FLAGS OR MARKINGS. BCE OFFICE HAS SEVEN CALENDAR DAYS TO COMPLETE THE
FORM AFTER BEING SUBMITTED BY THE CONTRACTOR. THE CONTRACTOR SHALL
FIELD-CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY FAMILIAR WITH THE SITE
BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN THE DRAWINGS SHALL BE
IMMEDIATELY REPORTED TO THE COR BEFORE ANY FURTHER WORK COMMENCES.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING
STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND TO TAKE NECESSARY
PRECAUTIONS DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL VERIFY
EXISTENCE AND MARK LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE CONNECTIONS
TO UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK. CONTRACTOR SHALL
CONTACT THE COR AND ALL ASSOCIATED UTILITY COMPANIES AND AGENCIES TO
IDENTIFY THE LOCATION OF UTILITIES. THERE IS NO GUARANTEE, EITHER EXPRESSED
OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING
UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE OF THOSE TO BE
ENCOUNTERED DURING CONSTRUCTION.
4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE COR OF OPERATIONAL
PLANS. IN THE EVENT AN UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE OR
CONFLICT IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE COR.
SURVEY NOTES:
1. THE SURVEY WAS PERFORMED BY HURON ENGINEERING IN APRIL 2018. SURVEY
CONTROL POINTS SHALL BE PROVIDED PRIOR TO CONSTRUCTION AND SHALL BE RESET
BY A LICENSED LAND SURVEYOR, PROVIDED BY THE CONTRACTOR, IF DISTURBED
DURING CONSTRUCTION. SEE SHEET V-100.
2. CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR, IN THE STATE OF MICHIGAN, TO
SURVEY PROJECT IMPROVEMENTS.
SECURITY REQUIREMENTS:
1. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AND PROCEDURES OF “IAW
AFFAR 5353.242-9000, CONTRACTOR ACCESS TO AIR FORCE INSTALLATIONS”, IN
ACCORDANCE WITH THE SITE ACCESS AS INDICATED FOR CONSTRUCTION ACCESS.
2. ALL CONTRACTOR EMPLOYEES SHALL CARRY CONTRACTOR PHOTO IDENTIFICATION AT
ALL TIMES WHILE WORKING INSIDE THE BASE SECURE PERIMETER.
3. BASE ACCESS CREDENTIALS: THE CONTRACTOR SHALL SUBMIT ALL ALPENA CRTC
TYPED ENTRY AUTHORIZATION LISTS (EAL) IN ACCORDANCE WITH THE SPECIFICATIONS,
SEE SECTION 01 11 00 SUMMARY OF WORK.
4. CONTRACTOR AND EMPLOYEE IDENTIFICATION CREDENTIALS: DUE TO THE NATURE OF
THE MILITARY MISSION AT ALPENA CRTC, STRINGENT SECURITY PROCEDURES ARE
ESTABLISHED TO ENSURE MISSION SUCCESS. PART OF THE MISSION ASSURANCE
PIECE IS TO CONDUCT IDENTITY PROOFING AND VETTING OF ALL CONTRACTORS WHO
ENTER THE INSTALLATION. THE VETTING PROCESS INCLUDES AN EXTENSIVE CRIMINAL
HISTORY CHECK TO DETERMINE THE INDIVIDUAL'S FITNESS FOR AUTHORIZATION TO
ENTER THE INSTALLATION. THE PRIMARY CONTRACTOR WILL ENSURE ALL EMPLOYEES
WORKING INSIDE THE BASE SECURITY PERIMETER POSSESS PROPER CREDENTIALS
ALLOWING THEM TO WORK IN THE UNITED STATES. REGISTERED VISA HOLDERS ARE
AUTHORIZED TO WORK WITHIN FEDERAL INSTALLATION AREAS. EXECUTIVE ORDER 12989
REQUIRES CONTRACTORS TO USE THE DEPARTMENT OF HOMELAND SECURITY'S
E-VERIFY SYSTEM FOR ALL EMPLOYEES WORKING ON FEDERAL CONTRACTS.
5. EMPLOYEES WILL BE IDENTITY-PROOFED AND VETTED EACH TIME A PASS AND/OR
CREDENTIAL IS ISSUED. SECURITY FORCES PERSONNEL MAY ALSO CONDUCT RANDOM
SCREENING AT ANY TIME. IF DISQUALIFYING INFORMATION IS FOUND, EMPLOYEES MAY
BE DENIED ACCESS TO THE INSTALLATION AND THE CONTRACTING OFFICER OR
CONTRACT ADMINISTRATOR WILL BE NOTIFIED OF THE DENIAL. DUE TO MANDATES OF
USC 552A (B) (3) AS RELATED TO PRIVACY ACT 1974 AS AMENDED, THE INFORMATION
CAN ONLY BE DISCUSSED WITH THE EMPLOYEE AND WILL NOT BE EXPRESSED OUTSIDE
OF LAW ENFORCEMENT.
6. CONTRACTOR'S DRIVERS SHALL BE REQUIRED TO HAVE THE NECESSARY AIRFIELD
DRIVING COURSE VIA BASE OPERATIONS WHEN ON THE ACTIVE AIRFIELD OUTSIDE THE
CONSTRUCTION FENCE.
CONTRACTOR SAFETY PLAN SUBMITTALS:
1. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY
PLAN IN ACCORDANCE WITH THE SPECIFICATIONS AND USACE
SAFETY MANUAL EM 385-1-1 WITH HIS/HER PROJECT
SCHEDULE. THE SAFETY PLAN SHALL IDENTIFY THE
FOLLOWING ITEMS:
A. PROPOSED ACCESS POINTS, STAGING AREA AND HAUL ROUTES.
B. TEMPORARY MARKINGS AND SIGNAGE TO BE USED.
C. LOCATION AND TYPE OF BARRICADES OR OTHER TRAFFIC CONTROL DEVICES.
D. METHODS BY WHICH THE CONTRACTOR WILL COMMUNICATE WITH THE
CONTRACTING OFFICER.
E. GENERAL CONTRACTOR SUPERINTENDENT
F. GENERAL CONTRACTOR SAFETY MANAGER
CONTRACTOR PERMITTING REQUIREMENTS
1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A PART 91/SOIL EROSION AND
SEDIMENT CONTROL (SESC) PERMIT FOR LAND DISTURBANCE OF MORE THAN 1 ACRE
PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH
LOCAL AUTHORITIES TO COMPLETE AND SUBMIT THE PERMIT FOR APPROVAL.
2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS TO COMPLY WITH ALL
FEDERAL, STATE, AND LOCAL REGULATORY REQUIREMENTS. THE PERMITTING PROCESS
MAY INCLUDE, BUT IS NOT LIMITED TO, THE SUBMISSION OF THE FOLLOWING TYPES OF
PERMITS:
a. PART 91 SOIL EROSION AND SEDIMENT CONTROL (SESC)
b. WATER POLLUTION.
c. DISCHARGE PERMIT.
d. SOLID AND HAZARDOUS WASTE.
e. CLEARING.
f. DIG PERMIT (AF 103).
g. AIR QUALITY.
h. AIR EMISSIONS.
i. AIRPORT HAZARD/AIRFIELD SAFETY CLEARANCES.
j. BURN (HOT WORK) PERMIT
GENERAL DEMOLITION NOTES:
1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS SHALL BE
DISPOSED OF OFF BASE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL
REGULATIONS.
2. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF THE FOLLOWING
MATERIALS: AGGREGATE, CONCRETE, ASPHALT, MASONRY, FOUNDATIONS, REBAR,
FENCE MATERIAL, PIPING, AND MISCELLANEOUS STRUCTURES. LARGE PIECES OF
MATERIAL MAY NEED TO BE CRUSHED AND/OR BROKEN UP FURTHER IN ORDER TO BE
HAULED AWAY TO THE WASTE DISPOSAL SITE.
3. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND PAVEMENT REMOVAL WITH
PROPOSED PAVEMENT LAYOUT AND JOINTING PLAN.
4. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH AND DOUBLE
SAWCUT AT LIMITS OF REMOVAL PER SPECIFICATIONS.
5. EXISTING PAVEMENT EDGES SHALL BE SAWCUT IN LOCATIONS SHOWN TO PROVIDE
CLEAN EDGE FOR CONSTRUCTION OF PROPOSED PAVEMENT.
6. PAVEMENT REMOVAL LIMITS SHALL BE TO THE NEAREST EXISTING PAVEMENT JOINT TO
THE GREATEST EXTENT POSSIBLE TO PREVENT PARTIAL PANEL REMOVAL. WHERE JOINT
IS A CONTROL JOINT OR JOINT IS IN POOR CONDITION, SAWCUT 2 FEET BEYOND JOINT
LINE. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT AND ANY BASE OR
SUBBASE MATERIAL PRESENT. EXISTING PAVEMENT IS APPROXIMATELY 14 TO 18
INCHES OF ASPHALT OR CONCRETE FOR AIRFIELD PAVEMENT AND LESS FOR ACCESS
DRIVES.
7. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL BE REPAIRED OR
REMOVED AND REPLACED AT NO ADDITIONAL COST TO OWNER.
8. THE WEIGHT (IN TONS) OF ALL MATERIALS TAKEN OFF BASE FOR RECYCLING SHALL BE
REPORTED TO COR MONTHLY.
9. ALL INORGANIC MATERIALS IDENTIFIED FOR DEMOLITION AND REMOVAL SHALL BE
DISPOSED OF OFF BASE AND IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
REGULATIONS. SUCH MATERIAL SHALL INCLUDE, BUT IS NOT LIMITED TO, BRICK TILE,
FIXTURES, UTILITY COMPONENTS AND OTHER SUCH ITEMS. ANY APPLICABLE MATERIALS
SHALL BE CONSIDERED FOR RECYCLE.
10. DUE TO THIS PROJECT'S PROXIMITY TO THE FLIGHTLINE, ALL CONSTRUCTION DEBRIS
WILL BE CONTINUALLY POLICED. DUMPSTERS WILL BE TARPED AT ALL TIMES.
US Army Corps of Engineers ®
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1 1312111098765432
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GENERAL SITE NOTES:
1. CONTRACTOR SHALL COORDINATE BUILDING ENTRANCES, EGRESSES, WALKWAYS, AND
DOORWAY LOCATIONS WITH ARCHITECTURAL AND STRUCTURAL SHEETS. STOOPS AND
SIDEWALKS SHALL BE CENTERED ON DOORS.
2. CONTRACTOR SHALL INSTALL TEMPORARY BARRICADES AT ROADWAY CLOSURES UNTIL
PAVEMENT IS OPENED TO TRAFFIC. BARRICADES SHALL BE IN ACCORDANCE WITH
MUTCD.
3. TEMPORARY FENCE LOCATION SHALL BE ADJUSTED AS REQUIRED FOR
EQUIPMENT/CONSTRUCTION OPERATIONS. CONTRACTOR SHALL NOTIFY CONTRACTING
OFFICER 14 DAYS IN ADVANCE OF ANY CHANGE IN FENCE LOCATION.
4. CONTRACTOR IS RESPONSIBLE FOR MOWING AND MAINTAINING ALL AREAS WITHIN THE
PROJECT LIMITS FROM THE NOTICE TO PROCEED DATE THROUGHOUT THE DURATION OF
THE PROJECT. MOW AREAS TO A MAXIMUM AVERAGE HEIGHT OF 3-INCHES FOR
SPRING/SUMMER MAINTENANCE AND TO A MAXIMUM AVERAGE HEIGHT OF 6-INCHES FOR
FALL/WINTER MAINTENANCE.
GENERAL GRADING NOTES:
1. PROPOSED ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE, PAVEMENT, OR
STRUCTURE UNLESS INDICATED OTHERWISE.
2. ELEVATIONS DENOTED AS “MATCH” ARE INTENDED TO MEET EXISTING GRADE
ELEVATIONS. CONTRACTOR SHALL VERIFY ELEVATIONS AT TIE-INS AND MATCH POINTS
PRIOR TO BEGINNING CONSTRUCTION.
3. EXTERIOR FINISH GRADES AT BUILDING ENTRANCES AND DOORWAY THRESHOLDS
SHALL BE MAXIMUM 0.25 INCHES BELOW BUILDING FINISH FLOOR IF A VERTICAL
THRESHOLD IS PROVIDED, AND SHALL BE MAXIMUM 0.5 INCHES BELOW BUILDING FINISH
FLOOR IF A BEVELED THRESHOLD IS PROVIDED, UNLESS INDICATED OTHERWISE.
4. EXTERIOR FINISH GRADES ADJACENT TO BUILDING SHALL BE 6.00 INCHES BELOW
BUILDING FINISH FLOOR UNLESS INDICATED OTHERWISE.
5. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.
ANY DRAINAGE FEATURE OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE
RESTORED TO EXISTING CONDITIONS OR BETTER SUBJECT TO THE APPROVAL OF THE
COR.
6. SURFACES AROUND FACILITY SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY
FROM BUILDINGS AND PAVEMENTS.
7. THE CONTRACTOR SHALL REMOVE STANDING WATER FROM THE PROJECT WORK LIMITS
AS NECESSARY TO PROTECT SUBGRADE, SUBBASE, AND/OR BASE COURSE OF NEW
PAVEMENT, SURROUNDING PAVEMENT-TO-REMAIN, OR OTHER COMPLETED WORKS.
EROSION CONTROL NOTES:
1. EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO ANY DISTURBANCE.
2. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND ANY
MATERIAL STOCK PILES WHEN NECESSARY TO CONTROL EROSION AND STORM WATER
RUNOFF.
3. LIMITS OF CONSTRUCTION IS DEFINED AS THOSE AREAS AFFECTED BY THE
CONTRACTOR'S OPERATIONS INVOLVING EXCAVATION, EMBANKMENT, AND FINAL
GRADING REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE ELEVATIONS,
GRADES, AND SECTIONS SHOWN IN THESE DRAWINGS.
4. CONTRACTOR SHALL SEED AND FERTILIZE AREAS DISTURBED DURING CONSTRUCTION
OUTSIDE THE LIMITS OF PAVED AREAS IN ACCORDANCE WITH THE CONTRACT
SPECIFICATIONS AFTER COMPLETION OF ALL PAVING AND TOPSOIL FINISH GRADING
WORK.
5. THE CONTRACTOR SHALL SEED ALL DISTURBED AREAS WITHIN THE SITE LIMITS,
INCLUDING ALL CUT AND FILL SECTIONS IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN GRASS UNTIL A PERMANENT
VEGETATION COVER HAS BEEN ESTABLISHED PRIOR TO FINAL ACCEPTANCE OF THE
PROJECT. ESTABLISHMENT OF A PERMANENT VEGETATION COVER SHALL INCLUDE:
PLACEMENT OF TOPSOIL, APPLICATION OF FERTILIZER, PLANTING OF GRASS SPECIES
SELECTED, IRRIGATION AS REQUIRED, AND RAKING OR HAND FINISHING.
6. CONTRACTOR SHALL UTILIZE BEST MANAGEMENT PRACTICES PER PLAN DETAILS
SHOWN HEREIN AND IN ACCORDANCE WITH STATE OF MICHIGAN AND THE EPA.
7. CONTRACTOR SHALL CONTROL DUST WITHIN THE CONSTRUCTION SITE TO MITIGATE
BLOWING MATERIAL ONTO ADJACENT AIRFIELD OPERATIONS AREAS BY WETTING SOILS
OR OTHER MITIGATION MEASURES.
8. ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
REMOVED ONCE AN AREA OF DISTURBANCE HAS BEEN STABILIZED.
9. CONSTRUCTION ACTIVITY POLLUTION PREVENTION IS REQUIRED FOR THIS PROJECT.
PREVENTION OF POLLUTION RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE
ACCOMPLISHED BY CONTROLLING SOIL EROSION, WATERWAY SEDIMENTATION, AND
AIRBORNE DUST GENERATION. CONTRACTOR SHALL ENSURE THAT NO SEDIMENT
RESULTING FROM CONSTRUCTION ACTIVITIES INFRINGES ONTO ADJACENT PROPERTIES.
CONTRACTOR SHALL COORDINATE EROSION AND SEDIMENT CONTROL WITH OTHER
CONSTRUCTION ENTITIES PERFORMING WORK ON ADJACENT PROPERTIES AND IN
ACCORDANCE WITH SPECIFICATION SECTION 01 57 19.00 06 TEMPORARY
ENVIRONMENTAL CONTROLS.
10. SEE SHEET CG501 FOR ADDITIONAL DETAILS ON EROSION AND SEDIMENT CONTROL.
PETROLEUM PRODUCTS:
1. ALL ON-SITE VEHICLES SHALL BE MONITORED FOR PETROLEUM LEAKS AND SHALL
RECEIVE PROPER PREVENTATIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE.
PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY-SEALED CONTAINERS THAT ARE
CLEARLY LABELED. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.
WASTE OIL AND OTHER PETROLEUM PRODUCTS SHALL NOT BE DISCHARGED ONTO THE
GROUND OR INTO WATER BODIES. PETROLEUM PRODUCTS USED ON-SITE SHALL BE
APPLIED ACCORDING TO THE MANUFACTURER RECOMMENDATIONS. CONTRACTOR
SHALL HAVE SPILL KITS ON SITE AT ALL TIMES.
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GENERAL UTILITY NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING CONNECTIONS
WITH BUILDING CONTRACTOR AND THE INFORMATION PROVIDED ON MECHANICAL
AND ELECTRICAL DRAWINGS.
2. CONTRACTOR SHALL CONTACT THE COR AND ALL ASSOCIATED UTILITY
COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES PRIOR TO
COMMENCEMENT OF WORK.
3. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY SHUTDOWNS FOR
UTILITY CONNECTIONS WITH THE COR IN ACCORDANCE WITH THE
SPECIFICATIONS.
4. CONNECTION TO EXISTING WATER, SEWER, AND GAS MAINS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH ALL REQUIREMENTS OF ASSOCIATED
UTILITY COMPANIES AND AGENCIES.
5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING ALL UTILITY
CONNECTION FEES AND OBTAINING ALL PERMITS REQUIRED FOR THE UTILITY
CONSTRUCTION AND CONNECTIONS. THIS INCLUDES ALL FEES ASSOCIATED WITH
CONNECTION CHARGES AND METERS.
6. SEE DETAIL A3 ON SHEET CU501 FOR TYPICAL PIPE TRENCH DETAIL.
7. THE MINIMUM DEPTH OF COVER FOR UTILITIES SHALL BE AS FOLLOWS UNLESS
INDICATED OTHERWISE:
a. WATER: 60 INCHES
b. FIRE PROTECTION: 60 INCHES
c. ELECTRICAL AND COMMUNICATION: 36 INCHES
d. NATURAL GAS: 36 INCHES
8. ALL UNDERGROUND UTILITIES ARE SUBJECT TO ACCEPTANCE TESTING AND
INSPECTION METHODS DETAILED IN THE SPECIFICATIONS, WHICH MAY INCLUDE
VIDEO CAMERA INSPECTION.
9. ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE APPROVED BY THE COR IN
WRITING.
10. ALL STORM DRAIN PIPING SUBJECT TO AIRCRAFT LOADING SHALL BE CLASS IV RCP
UNLESS NOTED OTHERWISE.
11. ALL WATER & SEWER CONSTRUCTION WORK ON THIS PROJECT SHALL BE
PERFORMED IN ACCORDANCE WITH ALL APPLICABLE INDUSTRY CODES AND
STANDARDS. THESE CODES AND STANDARDS INCLUDE BUT ARE NOT LIMITED TO
THE FOLLOWING: AMERICAN WATER WORKS ASSOCIATION (AWWA), AMERICAN
NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY FOR TESTING AND
MATERIALS (ASTM), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA),
AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS
(AASHTO), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNIFIED FACILITIES
CRITERIA (UFC), ENVIRONMENTAL PROTECTION AGENCY (EPA) AND USACE EM
385-1-1 SAFETY AND HEALTH REQUIREMENT MANUAL. THE MOST STRINGENT
SHALL BE APPLIED IN ALL CASES ESPECIALLY FOR ISSUES RELATED TO SAFETY.
12. ALL NEW UNDERGROUND UTILITY LINES SHALL HAVE MARKING TAPE WITH
TRACING WIRE #12 AWG COPPER SOLID WIRES WITH GROUND LEVEL IDENTIFIED
TERMINATION POINTS. CONTRACTOR IS REQUIRED TO HAVE A SURVEYOR GPS
DOCUMENT THE LOCATION OF UNDERGROUND UTILITIES.
UTILITY DEMOLITION NOTES:
1. CONTRACTOR SHALL COORDINATE WITH THE COR PRIOR TO REMOVAL OF
EXISTING UTILITIES IN SERVICE. RELOCATED UTILITIES SHALL BE CONSTRUCTED
BEFORE REMOVAL OF EXISTING UTILITIES TO ENSURE UNINTERRUPTED SERVICE
TO THE FACILITIES SERVED BY THE UTILITY. ALL RELOCATIONS SHALL BE
COORDINATED WITH THE COR.
2. UTILITY CAPPING METHODS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS FOR SPECIFIC PIPE MATERIAL IN SERVICE. ALL
UNDERGROUND UTILITIES TO BE DEMOLISHED WILL BE REMOVED AND CAPPED
BACK TO MAINS OR SUPPLY SOURCE. TERMINATION POINTS MUST BE SIGNED OFF
BY COR AND INDICATED ON AS-BUILT DRAWINGS.
3. ALL STRUCTURES, VALVES, ETC. TO REMAIN SHALL BE PROTECTED AND ADJUSTED
TO FINISH GRADE IN ACCORDANCE WITH SPECIFICATION 02 41 00 DEMOLITION AND
31 00 00 EARTHWORK.
WATER UTILITY NOTES:
1. JOINT RESTRAINTS ARE REQUIRED AT ALL TEES, BENDS, OR ELBOWS OF
PRESSURIZED PIPING IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS,
AND MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO PROVIDE
CALCULATIONS FOR RESTRAINT LENGTH, SEE EBAA RESTRAINT LENGTH
CALCULATOR AT WWW.RLC.EBAA.COM/CALCULATOR.PHP. LENGTH SHALL BE
CALCULATED USING TEST PRESSURES PER THE SPECIFICATIONS.
2. WATER LINES SHALL BE INSTALLED A MINIMUM OF 3.00 FEET BEHIND THE EDGE OF
PAVEMENT OR FACE OF CURB UNLESS INDICATED OTHERWISE. SEE
SPECIFICATIONS FOR ADDITIONAL CLEARANCE REQUIREMENTS FOR WATER
PIPING.
3. FIRE HYDRANTS SHALL BE INSTALLED A MINIMUM OF 3.00 FEET AND A MAXIMUM OF
7.00 FEET FROM EDGE OF PAVEMENT OR FACE OF CURB AND A MINIMUM OF 1.00
FEET FROM EDGE OF SIDEWALK UNLESS INDICATED OTHERWISE. A RADIUS OF 3.00
FEET AROUND HYDRANT SHALL BE KEPT CLEAR FOR FIRE DEPARTMENT ACCESS.
AREA BETWEEN CURB AND HYDRANTS SHALL BE KEPT CLEAR OF OBSTRUCTIONS.
4. CONTRACTOR SHALL COORDINATE THE INSTALLATION, TESTING, AND INSPECTION
OF ALL DOMESTIC WATER AND FIRE WATER SYSTEMS WITH THE ASSOCIATED
UTILITY COMPANIES AND AGENCIES. SEE SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS ON WATER UTILITY TESTING AND INSPECTION.
SANITARY UTILITY NOTES:
1. ALL SANITARY SEWER BUILDING CONNECTIONS ARE TO BE MADE USING 6.00 INCH
LINES UNLESS INDICATED OTHERWISE. TRANSITION FROM MECHANICAL
PLUMBING INTERIOR LINE TO 6" EXTERIOR LINE AT FIVE FEET FROM THE BUILDING.
2. OUTSIDE DROP MANHOLE SHALL BE USED WHEN INVERT ELEVATIONS IN AND OUT
OF MANHOLE ARE 24-INCHES OR GREATER, SEE DETAIL C3 ON CU504.
UTILITY STRUCTURE NOTES:
1. ALL AIRSIDE UTILITY STRUCTURES ARE TO BE AIRCRAFT RATED PER UNIFIED
FACILITIES CRITERIA (UFC) 3-260-01 FOR C-17, KC-135, C-130, KC-46, ALL FIGHTER
AIRCRAFT AND FOR THE FOLLOWING TRAFFIC LOADS.
a. FOR MANHOLE COVERS AND INLET GRATES AND FRAMES, DESIGN FOR A
100,000 LB WHEEL LOAD WITH 250 PSI TIRE PRESSURE. HIGHER TIRE
PRESSURES SHOULD BE ASSUMED IF THE USING AIRCRAFT WILL HAVE TIRE
PRESSURE GREATER THAN 250 PSI.
b. FOR STRUCTURES WITH THEIR SHORTEST SPAN GREATER THAT 2FT, DESIGN
BASED ON THE MAXIMUM NUMBER OF WHEELS THAT CAN FIT ONTO THE SPAN,
CONSIDERING THE MOST CRITICAL ASSIGNED AIRCRAFT OPERATING AT ITS
MAXIMUM GROSS WEIGHT. IN NO CASE, HOWEVER SHOULD THE DESIGN BE
BASED ON COMPUTED STRESS CONDITIONS LESS THAN THOSE CREATED BY
A WHEEL LOAD OF 100,000 LB AT A CONTACT PRESSURE OF 250 PSI.
c. CONTRACTOR SHALL SUBMIT STRUCTURAL DRAWINGS, DESIGN
CALCULATIONS, AND WATER PROOF METHOD FOR ALL PRE-CAST OR
PRE-FABRICATED STRUCTURES, DESIGNED AND SEALED BY A PROFESSIONAL
ENGINEER REGISTERED IN THE STATE OF MICHIGAN FOR APPROVAL.
CALCULATIONS TO INCLUDE BUOYANCY ANALYSIS THAT HAVE A SAFETY
FACTOR OF 1.5 WITH WATER LEVEL ASSUMED AT FINAL GRADE.
2. ALL MANHOLE TOPS/RIMS SHALL BE FLUSH WITH FINAL GRADE.
3. COVERS AND CASTINGS OF MANHOLES AND STRUCTURES SHALL BE STAMPED
PER THE APPROPRIATE UTILITY TYPE OR PER THE LOCAL STANDARDS, AND SHALL
BE STAMPED PER THE ORIGIN OF MANUFACTURE.
4. COVERS AND CASTINGS FOR COMMUNICATION MANHOLES SHALL BE
TAMPER-PROOF.
5. ANY LIFT LOOPS FOR UTILITY STRUCTURES SHALL BE GROUTED FLUSH AFTER
INSTALLATION.
MANHOLE FRAME ADJUSTMENT NOTES:
1. AREA REQUIRING MANHOLE ADJUSTMENT SHALL BE SAWCUT SQUARE OR
CIRCULAR 12.00” MINIMUM AROUND MANHOLE FRAME.
2. MANHOLE COVER AND FRAME SHALL BE RAISED TO FINISH GRADE BY INSTALLING
PRECAST MANHOLE ADJUSTMENT RINGS AND LEVELING MORTAR.
3. GRADE ADJUSTMENT AREA SHALL BE BACKFILLED
WITH EARLY STRENGTH PCC.
US Army Corps of Engineers ®
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ACCESS AND SAFETY NOTES
ACCESS AND STAGING
1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES,
EQUIPMENT, AND DELIVERIES ARE ILLUSTRATED ON SHEET GC008 AND ARE SUBJECT
TO THE APPROVAL OF THE COR. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO COORDINATE OFF-SITE HAUL ROUTES WITH THE APPROPRIATE OWNER WHO HAS
JURISDICTION OVER THE AFFECTED ROUTE. ACCESS ROUTES AND HAUL ROUTES
ARE SUBJECT TO CHANGE AT THE DIRECTION OF THE COR AND MAY CHANGE BASED
ON OPERATIONAL REQUIREMENTS OF THE BASE.
2. CONTRACTOR SHALL COORDINATE ACTIVITIES AND MAINTAIN ALL ACCESS AND HAUL
ROUTES IN A MANNER THAT ALLOWS UNOBSTRUCTED EMERGENCY ACCESS TO ALL
PROJECT AREAS, AIRFIELD/AIRPORT AREAS, AND EXISTING ROADWAYS AT ALL TIMES
WITHOUT DELAY TO EMERGENCY AND SECURITY VEHICLE RESPONSE TIME.
3. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION ACTIVITIES,
CONTRACTOR SHALL NOTIFY THE COR, POLICE, LOCAL FIRE AUTHORITY, AND ALL
OTHER EMERGENCY SERVICES OF THE CLOSURE 14 DAYS IN ADVANCE.
4. CONTRACTOR SHALL MAINTAIN ACCESS AND HAUL ROUTES TO BE FREE FROM
DEBRIS CAUSED FROM CONSTRUCTION ACTIVITIES ON A DAILY BASIS WITH A FULL
TIME VACUUM TRUCK.
5. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN THE
CONSTRUCTION LIMITS UNLESS COORDINATED OTHERWISE WITH THE COR.
6. TEMPORARY CONSTRUCTION FENCING WILL BE REQUIRED BY THE CONTRACTOR AND
THE CONTRACTOR SHALL COORDINATE REQUIRED RELOCATION OF FENCE DURING
CONSTRUCTION WITH THE COR.
7. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AND STOCKPILE AREA
FOR MATERIALS AND EQUIPMENT. LOCATION OF CONTRACTOR'S STAGING SHALL BE
AS ILLUSTRATED ON SHEET GC008 AND IS SUBJECT TO THE APPROVAL OF THE COR.
CONTRACTOR MAY SUBMIT ALTERNATIVES TO THE STAGING AREA LOCATIONS AS
SHOWN. CONTRACTOR'S STAGING AREA IS SUBJECT TO CHANGE AT THE DIRECTION
OF THE COR AND MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS OF THE
BASE.
8. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITIES, CONTRACTOR'S EQUIPMENT
AND VEHICLES SHALL BE PARKED IN THE STAGING AREA.
9. CONTRACTOR SHALL PROVIDE AND INSTALL PROJECT SIGNAGE IN ACCORDANCE
WITH THE SPECIFICATIONS.
10. ACCESS POINTS, HAUL ROUTES, STAGING AREA, AND ANY OTHER AREAS DISTURBED
BY THE CONTRACTOR SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR
BETTER TO THE SATISFACTION OF THE COR.
11. CONTRACTOR SHALL PROVIDE ALL NECESSARY WATER AND TOILET FACILITIES FOR
CONTRACTOR'S WORKERS WITHIN THE CONSTRUCTION ZONE. CONTRACTOR
WORKERS SHALL NOT USE GOVERNMENT FACILITIES UNLESS SPECIFICALLY
INDICATED OTHERWISE. LOCATIONS OF FACILITIES SHALL BE COORDINATED WITH
COR.
12. WORK LIGHTS FOR NIGHT WORK ON THE BASE SHALL BE POSITIONED SUCH THAT
THE LIGHT WILL NOT BE DIRECTED TOWARD THE CONTROL TOWER OR AIRCRAFT
UTILIZING THE RUNWAY AND AIRFIELD INCLUDING APPROACHES. SEE
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
COORDINATION AND COMMUNICATION
1. CONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT,
SUBJECT TO THE APPROVAL OF THE COR, WHO SHALL BE PRESENT ON THE
CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS AND ACCESSIBLE AT
ALL TIMES WHILE WORK IS IN PROGRESS. SEE SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION
BETWEEN ANY SUBCONTRACTORS AND THE COR. ALL CONSTRUCTION ACTIVITIES
PLANNED BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE COR.
3. THE CONTRACTOR SHALL CALL 911 IN CASE OF AN EMERGENCY.
TRAFFIC CONTROL
1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE CONSTRUCTION
WORK AREA AND ASSOCIATED ROADWAYS AND AIRFIELD AREAS BY USING
BARRICADES AND TRAFFIC CONTROL DEVICES APPROVED BY THE COR.
2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY
DESIGNS, INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY VISIBLE.
3. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND
AN ALARM WHEN MOVING IN REVERSE.
4. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING
PAVEMENT-TO-REMAIN.
5. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 14 BUSINESS DAYS TO BASE
AND THE COR FOR ROAD CLOSURE PRIOR TO THE ROAD REQUIRING CLOSURE.
6. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL DEVICES, THE
CONTRACTOR SHALL REQUEST THE COR TO SCHEDULE AN INSPECTION. NO
ROADWAY OR PORTION OF THE AIRFIELD SHALL BE RE-OPENED UNTIL THE COR HAS
COMPLETED INSPECTION AND APPROVED THE RE-OPENING OF ACTIVE AREAS.
INCLUDING AIRFIELD FOREIGN OBJECT DEBRIS/DAMAGE (FOD) SWEEPS.
7. ANY DAMAGE TO ROADS AND PAVEMENTS-TO-REMAIN DUE TO CONSTRUCTION
EQUIPMENT OR TRAFFIC SHALL BE REPAIRED TO RESTORE THE ROADS AND
PAVEMENTS TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE COR.
8. NON-CONSTRUCTION PEDESTRIAN TRAFFIC SHALL NOT BE ALLOWED INSIDE THE
CONSTRUCTION FENCE LIMITS.
AIRFIELD OPERATIONS COORDINATION
1. CONTRACTOR SHALL NOT ACCESS THE AIRCRAFT OPERATIONS AREA WITHOUT
CLEARANCE FROM BASE AND THE COR, AND SHALL CONDUCT WORK IN SUCH A
MANNER TO ENSURE A MINIMUM HINDRANCE TO AVIATION OPERATIONS.
CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 14 DAYS TO BASE FOR ACCESS
TO AN AIRCRAFT OPERATIONS AREA. PEDESTRIAN TRAFFIC AND PRIVATELY OWNED
VEHICLES SHALL NOT BE ALLOWED IN THE AIRCRAFT OPERATIONS AREA.
GOVERNMENT ESCORT IS REQUIRED AT ALL TIMES WHEN OPERATING IN THE ACTIVE
A.O.A.
2. DEBRIS, WASTE, AND LOOSE MATERIALS CAPABLE OF CAUSING DAMAGE TO
AIRCRAFT AND HELICOPTER LANDING GEAR, PROPELLERS AND ROTORS, OR OF
BEING INGESTED BY JET ENGINES SHALL NOT BE LEFT WITHIN ACTIVE AIRFIELD
OPERATIONS AREAS. CONTRACTOR IS REQUIRED TO IMMEDIATELY CLEAN ANY
DEBRIS CARRIED ONTO AIRFIELD FROM CONTRACTOR'S EQUIPMENT OR OPERATIONS
TO PREVENT FOREIGN OBJECT DAMAGE (FOD). MATERIAL DROPPED WITHIN THESE
AREAS SHALL BE CONTINUOUSLY REMOVED BY SURFACE SWEEPERS OR OTHER
APPROVED METHODS DURING WORKING HOURS. CONSTRUCTION FENCE MAY BE
REQUIRED TO FULFILL THIS RESPONSIBILITY. STOCKPILED MATERIAL SHALL BE
CONSTRAINED IN A MANNER TO PREVENT MOVEMENT RESULTING FROM AIRCRAFT
PROPWASH OR JET BLAST.
3. CONTRACTOR TO ATTACH A LAYER OF SILT FENCE TO THE BOTTOM OF TEMPORARY
CONSTRUCTION FENCE TO CONTROL FOD OR MATERIALS FROM GOING UNDER THE
FENCES.
EXCAVATION AND TRENCHES
1. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT EDITION OF EM 385-1-1
REGULATIONS AND THE STATE OF MICHIGAN LAWS CONCERNING EXCAVATION.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL EXCAVATION,
TRENCHING, AND SHORING ARE PERFORMED IN A MANNER THAT COMPLIES WITH
LOCAL REGULATIONS AND EM 385-1-1 REGULATIONS FOR CONSTRUCTION.
3. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE
PROMINENTLY MARKED WITH ORANGE BARRICADES WITH FLASHING RED LIGHTS
ACCEPTABLE TO THE COR.
4. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE REQUIRED.
5. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND AND READY FOR
PLACING THEREIN. AS SOON AS POSSIBLE AFTER THE MATERIAL HAS BEEN PLACED
AND WORK APPROVED, BACKFILL AND COMPACT TRENCHES AS SPECIFIED.
6. SEE EXISTING CONDITIONS NOTE 2 ON GC003 FOR REQUIREMENTS ON DIG PERMIT
AF103 FORM.
7. ALL TOPSOIL SHALL BE STRIPPED FROM ALL AREAS WITHIN THE LIMITS OF
CONSTRUCTION AND REMOVED FROM THE SITE. IMPORT TOPSOIL MATERIAL FOR
FINAL 4 INCHES OF FINISHED GRADE TO PROVIDE A SUITABLE GRASS BED. THE
CONTRACTOR SHALL RECEIVE APPROVAL FROM THE CONTRACTING OFFICERS
REPRESENTATIVE FOR TOPSOIL MATERIAL.
8. STRUCTURES AND UTILITIES TO BE REMOVED SHALL BE BACKFILLED IN
ACCORDANCE WITH THE SPECIFICATIONS.
OTHER SAFETY REQUIREMENTS
1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO EM 385-1-1
SAFETY AND HEALTH REQUIREMENTS MANUAL, CURRENT EDITION.
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR ALL
APPLICABLE PERMITS, FEES AND LICENSES FOR CONSTRUCTION AND EQUIPMENT.
3. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS THROUGHOUT THE
PROJECT AND REMEDY ANY SAFETY CONCERNS IMMEDIATELY.
4. THERE SHALL BE NO PERMANENT WASTE SITES ON BASE PROPERTY. ANY
TEMPORARY WASTE AREA SHALL BE APPROVED BY THE COR AND SHALL BE KEPT IN
AN ORDERLY CONDITION. REMOVAL OF WASTE THAT IS NOT PROPERLY MAINTAINED
IS SUBJECT TO THE DIRECTION OF THE COR.
5. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY GOVERNMENT-OWNED
EQUIPMENT WITH THE COR.
6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIREMENTS WITH STATE
AND LOCAL AUTHORITIES AND SUBMITTING DOCUMENTS FOR PERMITTING FOR
EROSION, SEDIMENT CONTROL, AND STORMWATER POLLUTION PREVENTION.
7. EROSION CONTROL DEVICES SHALL BE USED FOR THE ACCESS AND HAUL ROUTES,
STAGING AREA, AND ANY MATERIAL STOCKPILES WHEN NECESSARY TO CONTROL
EROSION AND STORM WATER RUNOFF. SEE SHEET GC004 AND CG101 THRU CG501
FOR EROSION AND SEDIMENT CONTROL REQUIREMENTS.
8. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT
MOVEMENT RESULTING FROM WIND CONDITIONS.
9. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST CAUSED BY
CONSTRUCTION ACTIVITIES TO A LIMIT ACCEPTABLE TO THE COR. THE CONTRACTOR
SHALL CONTROL BLOWING DUST ON THE PROJECT SITE FROM ANY HAUL ROUTE OR
WORK AREA REGARDLESS OF SOURCE.
10. WILDLIFE ATTRACTANTS, SUCH AS TRASH AND FOOD SCRAPS, FROM CONSTRUCTION
PERSONNEL AND ACTIVITIES SHALL BE REMOVED FROM THE PROJECT LIMITS.
11. GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM
CONTRACTOR'S OPERATIONS OR ACTIVITIES SHALL BE PROPERLY DISPOSED OF IN
ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS
AND PROPERLY REMOVED FROM THE PROJECT PROPERTY. IF HAZARDOUS
MATERIALS ARE ENCOUNTERED OR UNCOVERED DURING CONSTRUCTION
ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR.
12. IF CONSTRUCTION REQUIRES THE DISRUPTION OR DISCONNECTION OF ANY WATER
LINES OR FIRE HYDRANTS ON PROJECT PROPERTY OR ADJOINING PROPERTY, THE
CONTRACTOR SHALL PROVIDE A MINIMUM ADVANCE NOTICE IN ACCORDANCE WITH
THE SPECIFICATIONS.
13. FAILURE TO COMPLY WITH SAFETY REQUIREMENTS SHALL RESULT IN THE
SUSPENSION OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY CONCERNS ARE
ADDRESSED BY THE CONTRACTOR TO THE SATISFACTION OF THE COR.
14. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH THE SAFETY PLAN OR
BASE OPERATIONS SHALL IMMEDIATELY BE REMOVED FROM THE WORK AREA AND
SHALL NOT BE PERMITTED TO RETURN THROUGHOUT THE REMAINDER OF THE
PROJECT.
15. ALL TEMPORARY CONSTRUCTION LIGHTING SHALL BE COORDINATED WITH ALPENA
CRTC SECURITY AND AIRFIELD OPERATIONS FOR APPROVAL OF LOCATIONS, HEIGHT,
AND DIRECTION.
16. CONTRACTOR SHALL PROVIDE KEY ACCESS TO ALL CONSTRUCTION GATES TO THE
FIRE DEPARTMENT DURING CONSTRUCTION. COORDINATE ACCESS PADLOCKS AND
KEYS WITH THE COR.
17. CONSTRUCTION ACTIVITIES ARE ON AN ACTIVE AIRFIELD WITH NOISE GENERATED
FROM AIRCRAFT AND AIRCRAFT SUPPORT EQUIPMENT. CONTRACTOR TO PROVIDE
NECESSARY EAR AND HEARING PROTECTION TO CONSTRUCTION PERSONNEL.
18. CONTRACTOR SHALL OBTAIN A BURN PERMIT FROM THE FIRE DEPARTMENT PRIOR
TO PERFORMING ANY WELDING ON SITE.
US Army Corps of Engineers ®
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OBSTRUCTION MARKING REQUIREMENTS
1. MINIMUM SIZE. EACH SIDE OF THE FLAG MARKER SHOULD BE AT LEAST 2 FEET (0.6M) IN LENGTH.
2. COLOR PATTERNS. FLAGS SHOULD BE…
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